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I 93 HOV RAMP EB over OTHER RELIEF

Map 

Coordinates:
+42.34556, -71.05972
42°20'44" N, 71°03'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 93 HOV RAMP EB over OTHER RELIEF
Structure number:B167038M6DOTNBI
Location:.16 KM S OF I-90 EB
Route classification:Collector (Urban) [17]
Length of largest span:86.9 ft. [26.5 m]
Total length:173.2 ft. [52.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:4,800 [as of 2015]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.9 tons [69.0 metric tons]
Inventory rating:45.1 tons [41.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$1,864,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201580.1Functionally obsoleteGoodGoodGood4800
April 201388.3Functionally obsoleteGoodGoodGood1358
October 201078.4Functionally obsoleteGoodGoodGood1358
July 201068.9Not deficientGoodVery GoodGood5909
February 200811.9Not deficientGoodVery GoodGood5909